摘要
某住宅小区,地下为车库及设备用房,地上含2栋39层的超高层住宅。主要介绍了该超高层住宅剪力墙结构的工程特点以及性能化设计中所涉及到的设计难点,并给出解决方法以供参考,包括跃层墙肢的稳定验算、连梁刚度折减系数取值以及设防地震下墙肢拉应力验算等。
In a residential area,the underground is the garage and equipment room,and the ground contains two-39 storey super high-rise residential buildings.This paper mainly introduces the engineering characteristics of the super high-rise residential shear wall structure and the design difficulties involved in the performance-based design,and provides solutions for reference,including the stability check of the skip-floor shear wall,the value of the stiffness reduction coefficient of the coupling wall-beam,and the check of the wall tensile stress under medium earthquake.
作者
陈亚超
杨春
CHEN Yachao;YANG Chun(The Architectural Design and Research Institute of HIT Co.,Ltd.,Harbin 150090,China)
出处
《建筑结构》
北大核心
2023年第S02期113-116,共4页
Building Structure
关键词
超高层建筑
性能化设计
跃层墙肢稳定
墙肢拉应力
super high-rise buildings
performance-based design
stability of the skip-floor shear wall
tensile stress in wall
